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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹39.0 LAccepted-AOC | ₹39.0 L Quoted ₹32.7 L | 1 | Accepted-AOC lowest bidder |
| 2 | 2₹39.0 LRejected-Finance | ₹39.0 L | 2 | Rejected-Finance Higher bid |
| 3 | 3₹39.3 LRejected-Finance | ₹39.3 L | 3 | Rejected-Finance Higher bid |
| 4 | 4₹40.6 LRejected-Finance | ₹40.6 L | 4 | Rejected-Finance Higher bid |
| Sl No | Description | Qty | Unit | Gokul prashad L3 | BISHT CONSTRUCITON L4 | JITENDRA PRASAD L1 | Deepak kumar upadhyay L2 |
|---|---|---|---|---|---|---|---|
| 1.00 | Excavation in foundation for retaining & breast walls in all types of soils and rocks including lead,lift and disposal of surplus material as per direction of engineer-in-charge | 646 | Cum | 386 ₹2.5 L | 411.4 ₹2.7 L | 321 ₹2.1 L | 383 ₹2.5 L |
| 2.00 | Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire (@ 32 Kg/ 10 Sqm) conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and technical specifications Clause 1301 | 876 | Cum | 2,330 ₹20.4 L | 2,484 ₹21.8 L | 1,938 ₹17.0 L | 2,311 ₹20.2 L |
| 3.00 | P.C.C. grade M 20 Nominal mix (1:2:4) concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 | 139.8 | Cum | 6,588 ₹9.2 L | 6,100 ₹8.5 L | 5,478 ₹7.7 L | 6,531 ₹9.1 L |
| 4.00 | Random Rubble Stone Masonary laid in 1:5 cement sand mortar in breast wall, retaining wall,parapets, scupper etc including supply of all materials, labour,T&P,royalty etc required for proper completion of work (As per PWD Uttarakhand specifications) | 156.6 | Cum | 3,899 ₹6.1 L | 4,156.7 ₹6.5 L | 3,242 ₹5.1 L | 3,850 ₹6.0 L |
| 5.00 | Pointing with cement mortar 1:3 over stone masonry including supply of all materials, labour, T&P, royalty etc required for proper completion of work | 70 | sqm | 79 ₹5,530 | 84.7 ₹5,929 | 66 ₹4,620 | 80 ₹5,600 |
| 6.00 | Back filling behind walls including cost of all materials, labour, T&P, royalty etc required for proper completion of work | 67.6 | Cum | 987 ₹66,721.20 | 1,052.6 ₹71,155.76 | 821 ₹55,499.60 | 980 ₹66,248 |
| 7.00 | Providing weep holes in R/Wall | 80 | Rm | 215 ₹17,200 | 229.1 ₹18,328 | 179 ₹14,320 | 214 ₹17,120 |
| 8.00 | Dewatering from foundation of abutments and wing walls including wages of operator and fuel including supply of all labour,material,T&P etc required for proper completion of the work | 60 | Hrs | 233 ₹13,980 | 248.7 ₹14,922 | 194 ₹11,640 | 231 ₹13,860 |
| 9.00 | Providing and laying of Empty Cement Bags (Gunny Bags) filled with local sand and tightened using sutli and carriage upto site including preparing subgrade before placing in position also including supply of all material,labour, T&P etc required for proper completion of the work. | 200 | Nos. | 15 ₹3,000 | 16.6 ₹3,320 | 13 ₹2,600 | 15 ₹3,000 |
| 10.00 | Providing and laying Expansion Joints using 6mm thick and 6*4 foot plywood as per drawing and direction of engineer in charge. | 10.5 | Sqm | 275 ₹2,887.50 | 293.21 ₹3,078.71 | 228 ₹2,394 | 273 ₹2,866.50 |
Tender Value
Refer Docs
EMD Value
₹1 L
Closing Date
16 Nov 2023, 11:00 amClosed
Executive Engineer ID Pithoragarh
Office of Executive Engineer Irrigation Division Pithoragarh
Flood protection scheme of Rampur Village at Left bank of Saryu river in Gangolihat block of District Pithoragarh Reach 0 meter to 100 meter
2023_IRDCE_65183_1
16/EE/2023-24 dated 01/11/2023
Open Tender
Civil Works
30 days
Ganai Gangolihat
Please refer Tender documents.
2 documents required · 2 mandatory
₹3,540
EE ID Pithoragrh
₹1 L
Pithoragarh
12 Feb 2026
2 Nov 2023
16 Nov 2023
2 Nov 2023
16 Nov 2023
2 Nov 2023
9 Nov 2023
Amount
Excavation in foundation for retaining & breast walls in all types of soils and rocks including lead,lift and disposal of surplus material as per direction of engineer-in-charge
Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire (@ 32 Kg/ 10 Sqm) conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and technical specifications Clause 1301
P.C.C. grade M 20 Nominal mix (1:2:4) concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
Random Rubble Stone Masonary laid in 1:5 cement sand mortar in breast wall, retaining wall,parapets, scupper etc including supply of all materials, labour,T&P,royalty etc required for proper completion of work (As per PWD Uttarakhand specifications)
Pointing with cement mortar 1:3 over stone masonry including supply of all materials, labour, T&P, royalty etc required for proper completion of work
Back filling behind walls including cost of all materials, labour, T&P, royalty etc required for proper completion of work
Providing weep holes in R/Wall
Dewatering from foundation of abutments and wing walls including wages of operator and fuel including supply of all labour,material,T&P etc required for proper completion of the work
Providing and laying of Empty Cement Bags (Gunny Bags) filled with local sand and tightened using sutli and carriage upto site including preparing subgrade before placing in position also including supply of all material,labour, T&P etc required for proper completion of the work.
Providing and laying Expansion Joints using 6mm thick and 6*4 foot plywood as per drawing and direction of engineer in charge.
Deepak kumar upadhyay
Gokul prashad
BISHT CONSTRUCITON
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